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19-21890
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19-21890
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Last modified
2/18/2021 10:49:06 AM
Creation date
2/17/2021 9:36:49 AM
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Building Department
Company Name
CROWN CASTLE GT COMPANY LLC
Building Department - Doc Type
Permit
Permit #
19-21890
Building Department - Name
CROWN CASTLE GT COMPANY LLC
Address
38522 A AVE
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February 08, 2019 <br /> 287.667 Ft Self Support Tower Structural Analysis M BU No 816298 <br /> Project Number 9800.816298, Phase 3,Application 477164, Revision 0 Page 9 <br /> Section Component Critical. SF*P allow <br /> No Elevation(ft) Type Size Element P(K) (l� Capacity Pass/Fail <br /> T15 51.417- Redund Diag 2 21-2 1/2x2x3/16x1/4 675 -4.499 15.197 29.6 Pass <br /> 31.334 � Bracing I-_`- -I_-___`___� <br /> T16 31.334-0 Redund Diag 2 L3x3x3/16(rz) 804 -4.757 6.335 75.1 Pass <br /> Bracing <br /> T16 31.334-0 Redund Diag 3 2L 5x3.5x5/16"x3/8" 812 63.942 97.249 65.8 Pass <br /> Bracing <br /> T16 -31.334-0 Redund Hip 1 2L2 1/2 x 2 1/2 x 3/16 x 814 0.889 61.395 1.4 Pass <br /> Bracing 5/16 - <br /> T10 170.833- Redund Hip 2 L3 1/2x3 1/2xl/4 388 -0.097 12.803 0.8 Pass <br /> 146.75 Bracing <br /> T11 146.75- Redund Hip 2 2L2 1/2x2 1/2x3/16x5/16 449 -0.146 13.663 1.1 Pass <br /> 121.667 Bracing <br /> 121.667- Redund Hip 2 <br /> T12 96.5843 Bracing 2L21/2x3x1/4x1/4 510 -0.112 15.002 0.7 Pass <br /> T13 96.5843-71.5 Redund Hip 2 21-2 1/2x3x1/4xl/4 571 0.115 12.363 0.9 Pass <br /> Bracing <br /> T14 71.5-51.417 Redund Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 640 -0.066 18.178 0.4 Pass <br /> Bracing <br /> T15 51.417- Redund Hip 2 2L 3 x 3 1/2 x 1/4 x 1/4 713 0.067 15.949 0.4 Pass <br /> 31.334 Bracing <br /> T16 31.334-0 Redund Hip 2 21-2 1/2 x 2 1/2 x 3/16 x 791 -0.425 21.595 2.0 Pass <br /> Bracing 5/16 <br /> T16 31.334-0 Redund Hip 3 21-2 1/2x3x1/4x1/4 816 -0.197 13.056 1.5 Pass <br /> Bracing <br /> 170.833- Redund Hip <br /> T10 146.75 Diagonal L3 1/2x3 1/2x1/4 389 0.163 5.969 2.7 Pass <br /> Bracing <br /> 146.75- Redund Hip <br /> T11 121.667 Diagonal L3 1/2x3 1/2x1/4 450 0.176 4.903 3.6 Pass <br /> Bracing <br /> 121.667- Redund Hip <br /> T12 96.5843 Diagonal 2L21/2x2x3/16xl/4 511 0.126 5.154 2.4 Pass <br /> Bracing <br /> Redund Hip <br /> T13 96.5843-71.5 Diagonal 2 21-2 1/2x2x3/16x1/4 572 0.128 4.384 2.9 Pass <br /> Bracing <br /> Redund Hip <br /> T14 71.5-51.417 Diagonal 2 21-2 1/2x2x3/16x1/4 641 0.075 3.954 1.9 Pass <br /> Bracing <br /> 51.417- Redund Hip <br /> T15 31.334 Diagonal 21-21/2x2x3/16x1/4 714 0.069 3.508 2.0 Pass <br /> Bracing <br /> Redund Hip <br /> T16 31.334-0 Diagonal 2 21-2 1/2x2x3/16x1/4 817 0.348 UM 3.9 Pass <br /> Bracing <br /> T16 31.334-0 Redund Sub Ho rz 2L5x5x3/8 813 -65.203 150.105 43.4 Pass <br /> Bracing <br /> T16 31.334-0 Redund Sub 2L5x3 1/2x5/16x3/8 794 60.908 139.994 43.5 Pass <br /> Diagonal Bracing <br /> T1 287.667- Inner Bracing L3x3x3/16 13 0.009 8.081 0.2 Pass <br /> 280.084 <br /> T2 280'084 Inner Bracing L3x3x3/16 42 0.002 6.755 0.2 Pass <br /> 272.5 <br /> T3 272.5 Inner Bracing L3x3x3/16 55 0.045 5.731 0.8 Pass <br /> 247.333 <br /> T4 247.333- Inner Bracing L4x4xl/4 125 -0.080 11.398 0.7 Pass <br /> 232.583 <br /> T5 232.583- Inner Bracing L4x4xl/4 187 0.004 9.060 0.3 Pass <br /> 222.166 <br /> T6 222.166- Inner Bracing L4x4xl/4 224 -0.005 7.817 0.4 Pass <br /> 209.583 <br /> tnxTower Report-version 8.0.4.0 <br />
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